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Flexural and shear strengthening of RC beams using newly developed CFRP and polymer-cement pastes as bonding agents
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FRPRCS-8, 16-18 July 2007, Patras, Greece
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th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures
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Pareek, S.1
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CFRP strengthening with mineral based composites loaded in shear
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FRPRCS-8, 16-18 July 2007, Patras, Greece
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th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures, FRPRCS-8, 16-18 July 2007, Patras, Greece.
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(2007)
th International Symposium on Fiber Reinforced Polymer Reinforcement for Concrete Structures
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Orosz, K.1
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Mineral based bonding of carbon FRP to strengthen concrete structures
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Comparison between organic and inorganic matrices for RC beams strengthened with carbon fiber sheets
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Toutanji, H. and Deng, Y., 2007. Comparison between Organic and Inorganic Matrices for RC Beams Strengthened with Carbon Fiber Sheets. J. Compos. Constr. ASCE 11(5):507-513.
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Toutanji, H.1
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8
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Debonding analysis of reinforced concrete beams strengthened with fibre reinforced cementitious mortar
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Ombres, L., 2012. Debonding Analysis of Reinforced Concrete Beams Strengthened with Fibre Reinforced Cementitious Mortar. Eng. Frac. Mech. 81:4-109.
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Flexural strengthening of RC beams with cement based composites
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D'Ambrisi A and Focacci F., 2011. Flexural Strengthening of RC beams with Cement Based Composites. J. Compos. Constr. ASCE 15(2):707-20.
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Confinement of damaged and nondamaged structural concrete with FRP and TRC sleeves
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Peled, A., 2007. Confinement of Damaged and Nondamaged Structural Concrete with FRP and TRC Sleeves. J. Compos. Constr. ASCE 11(5):514-522.
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Triantafillou, T.C., Papanicolaou, C.G., Zissinopoulos, P., and Laourdekis, T., 2006. Concrete confinement with textile-reinforced mortar jackets. ACI Struct J. 103(1):28-37.
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Triantafillou, T.C.1
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13
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70349315372
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Textile-reinforced mortar versus FRP jacketing in seismic retrofitting of RC columns with continuous or lap-spliced deformed bars
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Bournas, D.A., Triantafillou, T.C., Zygouris, K., and Stavropoulos, F., 2009. Textile-reinforced Mortar Versus FRP Jacketing in Seismic Retrofitting of RC Columns with Continuous or Lap-spliced Deformed Bars. J. Compos. Constr. ASCE 13(5):360-71.
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15
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84866729720
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Bond-slip relations for PBO-FRCM materials externally bonded to concrete
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http://dx.doi.org/10.1016/j.compositesb.2 012.06.002
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D'Ambrisi, A., Feo, L., and Focacci, F. 2012. Bond-slip Relations for PBO-FRCM Materials Externally Bonded to Concrete. Compos.: Part B, http://dx.doi.org/10.1016/j.compositesb.2 012.06.002.
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Compos.: Part B
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D'Ambrisi, A.1
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16
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84867501937
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Experimental analysis on bond between PBO-FRCM strengthening materials and concrete
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http://dx.doi.org/10.1016/j.compositesb.2 012.03.011
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D'Ambrisi, A., Feo, L., and Focacci, F. 2012. Experimental Analysis on Bond Between PBO-FRCM Strengthening Materials and Concrete. Compos.: Part B, http://dx.doi.org/10.1016/j.compositesb.2 012.03.011.
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Compos.: Part B
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D'Ambrisi, A.1
Feo, L.2
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19
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Experimental study on FRP-to-concrete bonded joints
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Yao, J., Teng, J.G., and Chen, J.F., 2005. Experimental Study on FRP-to-Concrete Bonded Joints. Composites: Part B 36: 99-113.
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Width effect in the interface fracture during debonding of FRP from concrete
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Subramaniam, K.V., Carloni, C., and Nobile, L., 2007. Width Effect in the Interface Fracture During Debonding of FRP from Concrete. Eng. Frac. Mech. 74: 578-594.
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Subramaniam, K.V., Carloni, C. and Nobile, L., 2011. An Understanding of the Width Effect in FRP-Concrete Debonding. Strain 47(2):127-137.
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